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Tender Value
₹5.0 Cr
EMD Value
₹10.0 L
Closing Date
21 Sept 2026, 5:00 pm
GENERAL MANAGER CONSTRUCTION WING UKPJN HALDWANI
OFFICE OF THE GENERAL MANAGER (KUMAUN), CONSTRUCTION WING, UTTARAKHAND PEYJAL NIGAM, RESIDENTIAL CAMPUS (1ST FLOOR), CALLTAX KATHGODAM, HALDWANI , DISTT.- NAINITAL(263126)
UNDER HONBLE C.M. ANNOUCEMENT NO. 654 of 2019 CONSTRUCTION OF MEDIA CENTER BUIILDING AT LOHARIYASAL TALLA, HALDWANI, DISTRICT NAINITAL
2026_MDPEY_99602_1
2407/Nivida haldwani/ 162 dt 27/08/2026
Open Tender
Civil Works
Item Rate
540 days
LOHARIYASAL TALLA, HALDWANI
as per tender documents
2 documents required · 2 mandatory
₹5,900
PM CONSTRUCTION UNIT UKPJN HALDWANI
₹10.0 L
GENERAL MANAGER CONSTRUCTION WING UKPJN HALDWANI
1 Sept 2026
1 Sept 2026
22 Sept 2026
1 Sept 2026
21 Sept 2026
8 Sept 2026
2 Sept 2026 - 5 Sept 2026
7 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m | 632.56 | Sq M | 33.51 | ₹21,197.09 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil | 365.78 | Cu M | 174.17 | ₹63,707.9 |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | 402.58 | Cu M | 192.32 | ₹77,424.19 |
| 4 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. | 385.79 | Cu M | 687.36 | ₹2,65,176.61 |
| 5 | Supplying and filling of Earth by mechanical transport including loading, unloading & stacking beyond 5km upto 10km & beyond 10km upto 20km (Including all) | 385.79 | Cu M | 619.15 | ₹2,38,861.88 |
| 6 | Supplying and filling in plinth with sand under Floors, including watering, ramming, consolidating and dressing complete. | 22.95 | Cu M | 2,083.92 | ₹47,825.96 |
| 7 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 60.62 | Sq M | 735.25 | ₹44,570.85 |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : - 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 65.3 | Cu M | 6,684.25 | ₹4,36,481.52 |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : - 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) | 22.95 | Cu M | 7,634.39 | ₹1,75,209.25 |
| 10 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) | 46.16 | Cu M | 6,998.49 | ₹3,23,050.3 |
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